Tender For Beautification Of Ravindra Nath Tagore Chawk In District Kushinagar And Construction Of Cc Road From The South Of The District Court Complex In Front Of District Magistrate’S Office To The Main Road At Kushinagar Under Infrastructure Fund - Excavation for road work in soil with hydraulic excavator of 0.90 cumbucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in a accordance with therequirements of lines , grades and cross- sections and transporting to the embankment location within all lifts and lead upto 1000m.Morth301(3.6) 2 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil.2023dsr-2.1.1 3 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.2023dsr-16.1 4 Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC. Carriage of mixed material to work site spreading in uniform layer with grader on prepared surface and compacting with vibratory power roller to achiever the desired density complete as per clause 401.AR 5 Brick work with common burnt claybricks of class designation 15 Mpa in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)2023DSR-6.1.2 AR 6 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete prepared with batch mixing machine.2023dsr-16.43.1 7 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade A sealing compound.2023dsr-16.46.1 8 Supply and Laying for separation membrane of impermeable plastic sheeting 125 micron thick.2023dsr-0323+labour 9 Providing and laying 80 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.2023dsr-16.68 10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)2023dsr- 4.10 11 Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.PWD2018SOR-641 12 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75 to 90 Watt. Confirming to IP 66 and above Protection complete in all respect. CAT- AAA.PWD2018SOR-1423 13 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA,“C”curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole2022DSR-2.10.1 14 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument &instrument box with CTs etc. in case of TPN, complete in all respect 40A SPN.PWD2018SOR-807C(II). 15 Painting of the pole with 2 coats of aluminium paint over red oxide primer complete in all respects.PWD2018SOR-634. 16 Supply and Fixing ofservice bracket of 50mm. Dia 4 meter long fabricated from class B G.I. pipe complete with two bend, socket, wall clamps. 7/3.15 mm G.I. stay wire, stay insulators etc..complete in all respects.PWD2018SOR-601. 17 S/F of 32A 240V DP metal clad rewireable type switch fuse unit on M.D.F.E.G. board complete in all respects.PWD2018SOR-305. 18 supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1.1kv grade at a depth of 750 mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top as directed by engineer in charge complete in all respect including excavation and refilling the armouring of the cable shall be properly connected with the earth conductor by clamps etc.6 sqmm 2.0 core. UPPWD2024SOR-20a.1 19 supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1.1kv grade at a depth of 750 mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top as directed by engineer in charge complete in all respect including excavation and refilling the armouring of the cable shall be properly connected with the earth conductor by clamps etc.10 sqmm 4.0 core.UPPWD2024SOR-20a.1 20 supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1.1kv grade at a depth of 750 mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top as directed by engineer in charge complete in all respect including excavation and refilling the armouring of the cable shall be properly connected with the earth conductor by clamps etc.25 sqmm3.5 coreUPPWD2024SOR-20a.1 21 Supply and making end termination with brass compression gland and alluminium lugs for following size ofPVC insulated and PVC sheathed/ XLPE, alluminium conductor cable of 1.1 kv grade as required.2x6 sqmm (19mm)2022dsr-9.1.1. 22 Supply and making end termination with brass compression gland and alluminium lugs for following size ofPVC insulated and PVC sheathed/ XLPE, alluminium conductor cable of 1.1 kv grade as required.4x10 sqmm (25mm)2022dsr-9.1.32.. 23 Supply and making end termination with brass compression gland and alluminium lugs for following size ofPVC insulated and PVC sheathed/ XLPE, alluminium conductor cable of 1.1 kv grade as required.3-1/2core x size 25 sq mm (28mm)2022dsr-9.1.20. 24 Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangementand watering pipe of 2.7 metre long etc, with charcoal/ coke and salt as required.2022dsr-5.4 25 Supplying and laying 25 mm x 5 mm.G.I. strip at 0.50 metre belowground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)2022dsr-5.9 26 Providing and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.2022dsr-5.11 27 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required.50 mm dia2022dsr-14.13.1 28 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).DSR-2022(H&L)2.1 29 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment).DSR-2022(H&L)2.2 30 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16. mmDSR-2022(H&L)2.4.3 31 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.DSR-2022(H&L)2.9 32 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).DSR-2022(H&L)2.8 33 Rough dressing the trenched ground including breaking the clods.DSR-2022(H&L)2.5 34 Fine dressing the ground.DSR-2022(H&L)2.7 35 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in charge.DSR-2022(H&L)2.28 36 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep.DSR-2022(H&L)2.14.1 37 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water).DSR-2022(H&L)2.57.1 38 Providing and stacking of Nerium oleander (kaner) dwarf of height 30-40 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge.DSR-2022(H&L)8.51 39 Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge.DSR-2022(H&L)8.66 40 Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.DSR-2022(H&L)3.74 41 Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge.DSR-2022(H&L)5.30 42 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-chargeDSR-2022(H&L)7.12 43 Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.DSR-2022(H&L)7.7 44 Dismantling tile work in floors and roofs laid in cement mortar includingstacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm.2023dsr-15.23.2 45 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.2023dsr-2.8.1 46 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as d2023dsr-2.6.1 47 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 20 mm nominal.2023dsr-4.1.8 48 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centtering ,shuttering and finnishing .2023dsr-5.3 49 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natu.2023dsr-5.1.2 50 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of 2023dsr-5.2.2 51 Brick work with common burnt clay(non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)2023dsr-6.4.1 52 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete2023dsr-5.22A.6 53 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cementmortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)Red sand stone - exposed face fine dressed with rough backing. 40 mm thick.2023dsr-8.14.14 54 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.2023dsr-8.31 55 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cementmortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment,matching the stone shade, jali slab without any chamfers etc.2023dsr-7.33.1 56 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand).2023dsr-13.4.2 57 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).2023dsr-13.47.1 58 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.2023dsr-10.1 59 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :13.621 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.2023dsr-13.62.1 60 Providing and fixing of Fountain systemwith LED LIGHT.LS 61 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.2023dsr-15.7.4 62 Centering and shuttering including strutting, propping etc. and removal of form work for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.2023dsr-5.9.5 63 Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases of columns, etc. for mass concrete.2023dsr-5.9.1 64 Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, Pillars, Piers, Abutments, Posts and Struts.2023dsr-5.9.6 65 Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC. Carriage of mixed material to work site spreading in uniform layer with grader on prepared surface and compacting with vibratory power roller to achiever the desired density complete as per clause.(MORT&H specification No.401). 66 Providing and laying, spreading and compacting graded stone aggregate wet mix macadam specification including premixing the material with water at OMC in mechanicam mix plant, carriage of mix material by tipper to site, laying in uniform layers with paver in sub base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. (MORT&H specification No. 406). 67 Providing & applying primer coat with bitumenof medium setting on prepared surface of granular base including cleaning of road surface & spraying primer @ 0.60 Kg/Sqm using Mechanical means.(MORT&H specification No. 502) 68 Providing and laying 40 mm thick bituminous macadam with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG-30) @ 3.30 percent by weight of total mix and filler, transported to work site laid over a previsouly prepared surface with paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per clause 501.6 and 501.7 to achieve the desired compactions complete in all respect.(MORT&H specification No. 504) 69 Providing and applying tack coat with bitumen using pressure distributor @ 0.20 kg per sqm. on the prepared bituminous/granular surface cleaned with mechanical broom.(MORT&H specification No.503) 70 Providing and laying 25mm thick Semi Dense Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output 0f 75 tones per hour using crushed aggregate of specified grading premixed with bituminous binder,@5.0% weight of total mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor controlled to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem roller to achieved the desired compaction complete in all respect & as per relevant clauses of (MORT&H specification section-508.)
